HomeMy WebLinkAbout2104 Broadway - PlansBUILDING GRID LINES REVISION CLOUD � APPLICABLE CODES I. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS AND UTILITY ARCHITECTURAL
2016 CALIFORNIA BUILDING CODE EASEMENTS, IS RE�UIRED TOOBTAIN AN ENCROACHMENT PERMI7 PRIOR TO STARTING WORK.
(CLOUD AROUND 2016 CALIFORNIA RESIDENTIAL COOE A0.1 TITLE SHEET
� REVISION OPTIONAL) 2016 CALIFORNIA MECHANICAL CODE 2. BASED ON THE SCOPE OP WORK, THI515 A TYPE'I PROJECT THAT RE�UIRES A STORMWA7ER CONSTRUCTION A02 CONSTRUC710N BMPS
2076 CALIFORNIA ELECTRICAL CODE POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. AN INITIAL
2016 CALIFORNIA PLUMBING CODE FIELD INSPEC7ION IS REOUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE SURVEY
A 2016 CALIFORNIA GREEN BUILDING CODE PUBLIC RIGHT-OF-WAY).
2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS A1.1 SITE AND LANDSCAPE PLANS
REVISION NO. 3. CONSTRUCTION HOURS IN THE CITV PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON-CITV HOLIDAYS
ALL OTHER STATE AND LOCAI ORDINANCES AN� REGULATIONS BETWEEN 8:00 AM AND 5�.00 PM. THIS INCLUDES HAULWG. CONSTRUCTION IN THE PUBUC-RIGHT-OF-WAY IS A2.1 FLOOR PLANS
ALL STRUCTURAL DESIGN DATA AS PER CBC SECTION 1603 PROHIBITED OURING THE HOLIDAY SHOPPING MORATORIUM PERIOD, FROM THE FIRST SATURDAV OF NOVEMBER A2.2 FLOOR PLANS
ALL CONSTRUCTION AS PER CBC TABLE 601 TYPE V THROUGH THE FIRST SATURDAY AFTER NEW YEARS DAY. A2.3 ROOF PLANS
1MNDOW SYMBOL MATCH LINE 2 CONSTRUCTION HOURS (SEE CITY OF BURIINGAME MUNICIPAL COOE. SEC710N 13.04 100 FOR DETAILS) 4 NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDMG OR PAVED AREAS SHALL BE A3 1 EXTERIOR ELEVATIONS
SHEET NO. WEEKDAYS: 8'.00 AM - T00 PM ALLOWED 70 DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITV'S SANITARY A3.2 EXTERIOR ELEVATIONS
ROOM NO. SATURDAYS: 9�.00 AM - 6:00 PM SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFIqAL OR NATURAL STORM DRAINAGE FACIUTIES A3.3 EXTERIOR ELEVATIONS
THE SHADED SUNDAYS AND HOLI�AYS�. NO WORK ALLOWED BV GRAVITV OR PUMPING REGAROLESS OF THE SLOPE OF THE PROPERTY. NO RAIN WATER FROM ROOFS OR OTHER
34.8 REFERENCE LETTER A���Z -- PORTION IS THE CONSTRUCiION HOURS IN THE CITY PUBLIC RIGHT-OF-WAYARE LIM/TED TO WEEKDAYS AND NON-CITY HOLIDAYS RAIN WATER DRAINAGE SHALL DISCHARGE UPON A PUeLIC SIDEWALK (EXCEP7 IN SINGLE FAMILY AREA) PER A4.1 BUILDING SECTIONS
SIDE CONSIOERED 8E7WEEN B:OOAMAND 5:00 PM. MUNICIPAL CODE SECTIONS 18.08.090. A42 BUILDING SECTIONS �
1
3. ANY HIDDEN CONDI710N5 THAT RE�UIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT 5. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THE PROPERN LINE ON BROADWAY IS APPROXIMATELY A9.1 DETAILS
ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITV APPROVALS INCLUDING REVIEW BY THE PLANNING 14'-11" MEASURED FROM FACE OF CURB.
COMMISSION.
8. THE PR0.JECT SHALL COMP Y WITH THE CIN'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER
L
4. FIRE SPRINKLERS SHALL BE INSTALLED AND SHOP �RAWINGS SHALL BE APPROVED BY THE FIR PARTM NT P LLUTION.
DOOR SYMBOL ROOM LABEL E DE e o
PRIOR TO INSTALLATION.
ROOM NAME 7. ALL DEBRIS/GARBAGE CONTAINERS SHALL 8E LOCATED ON PROPERN. IN A SITUATION WHERE THAT IS NOT
ROOM NO. 5. APPROVED NUMBERS OR ADDRESS SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION POSSIBLE, AN ENCROACHMEM PERMIT IS REDUIRED FROM PUBLIC WORKS DEPARTMENT FOR PL4CING
LIVIN AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRON7ING 7HE PROPER7Y. NUMBERS SHALL DEBRISIGARBAGE CONTAINERS IN PUBLIC RIGH7-0E-WAY. NO WE7 GARBAGE FLUID SHALL ENTER PUBLIC
21.8 REFERENCE NO. ROOM CONTRAST WITH THEIR BACKGROUND, SHALL BE A MINIMUM OF ONE-HALF INCH STROKE BY FOUR INCHES HIGH AND RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM.
�� SHALL BE EITHER IN7ERNALLY OR EXTERNALLV ILLUMINATED. THE POWER OF SUCH IILUMINATION SHALL NOT BE
,� 1 1ty- ROOM NO. NORMALLY SWITCHABLE. 8. IT IS THE RESPONSIBILITY OF THE OWNER AN�/OR CONTRACTOR TO NOTIFV UNDERGROUND SERVICE ALERT (USA) . -
'--rl--' AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK.
�- FLOOR LEVEL 6. A RECYCLING AND WASTE REDUCTION FORM NEEDS TO BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF � h��A;���
BUILDING PERMIT. CONTAC7 JOE MCCWSKEY AT (650) 55&7273. 9. IF GRADING PERMIT IS RE�UIRED, I7 WILL BE OBTAWED FROM THE DEPARTMENT OF PUBIIC WORKS. � -� '�'-"' ° �- � "�
DETAIL SECTION � PROVIDE ALL MANDATORY MEASURES REQUIRED BV THE T-24 ENERGY CODE, INCLUDING WEATHER-STRIPPING, 10. SEWER BACKWATER PROTECTION CERTIFICATION IS REOUIRED FOR THE INSTALLATION OF ANY NEW SEWER
BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEASURES, AND OTHER MEASURES REQUIRED BY FIX7URE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REOUIRED PRIOR TO THE y, d� � �,:�
SECTION NO. TITLE 24 OR OTHER STATE, FEDERAL OR LOCAL CODES. ISSUANCE OF BUILDING PERMIT. CONTACT PUBLIC WORKS AT (650) 55&7230. �1 �„ �.! ;
rl� AREA REFERENCE e. ALL NON-COMPLIANT PLUMBING fIXTURES TO BE REPLACED BY WATER-CONSERVING PLUMBING FIXTURES PER 11. REMOVE AND REPL4CE ALICURB, GUT7ER, DRIVEWAY AND SIDEWALK FRONTING SITE. PLUG ALL EXISTING
I � DETAIL NO. 4 SB 407 (2009). SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4 INCH LATERAL. ALL WATER LINE CONNECTIONS TO
A92 SHEET NO. A4.4 CITY WATER MAIN FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND ���r: ^: !:.? � �°�„' �.' �', ����
U 9. THE CERTIFICATE OF OCCUPANCY WILL BE RESCINDED ONCE CONSTRUCTION BEGINS. A NEVJ CER7IFICATE OF SPECIFICATION, AS WELL AS ANY OTHER UNDERGROUND UTILIN WORKS WITHIN CITI"S RIGHT-0E-WAY. '' -''' ''"'
OCCUPANCY WILL BE ISSUED AFfER THE PROJECT HAS BEEN FINALIZED. NO OCCUPANCY OF THE BUILDING IS TO ALL ABANDONED SEVJER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED AT THE MAIN AND PER CIN
SHEET NO. OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED . REOUIREMENTS. AN ENCROACHMENT PERMIT WILL eE REOUIREO FOR THESE ITEMS.
tO.DEMOLITIONPERMITWILLNOTBEISSUEDANDNOWORKCANBEGIN(INCLUDINGTHEREMOVA�OFANYBUIL�ING PUBLIC WORKS DIV. NOTES SCALE 4 DRAWING INDEX S AALE �
COMPONEMS) UN71L A BUILOING PERMIT HAS BEEN ISSUED FOR 7HE PROJECT. 7HE PROPERN OWNER IS
EXTERIOR ELEVATION INTERIOR FINISH RESPONSIBLE FOR ASSURING THAT NO WORK IS AUTHORIZED OR PERFORMED. COMPLETED SUPPLEMENTAL
DEMOLITION PERMIT APPLICATION WILL BE DUE AT TIME OF BUILDING PERMIT SUBMITTAL.
11. DEMOUTION OF A STRUCTURE RE�UIRES A PERMIT FROM THE BAV AREA AIR �UAlI7Y MANAGEMENT DISTRICT �- ALL DIMENSIONS ARE TO FACE OF S7RUCTURE (F.O.S.), UNLESS OTHERWISE NOTED. ALL DOORS AND WINDOWS PROJECT DESCRIPTION: Prop�etl remodel antl atltlttion to existing two-story single-family residence.
1 PAINT NO. (NPICAy DIMENSIONED TO CENTERLINE OF CLEAR OPENING. ALL CASEWORK DIMENSIONED TO EDGE OF COUNTERTOP. Existing one-car attached garage to remain,
2 ELEVATION NO. (BAA�MD) AND SIGN-0FFS FROM 7HE WATER, SEWER, PLANNING AND RECYCLING DEPARTMENTS. THE PINK
A32 SHEET NO. z 4 DEMOLITION PERMIT APPLICATION NEE�S TO BE COMPLETED PRIOR TO BUILDING �EPARTMENT APPROVAL AND 7HE z, DO NOT SCALE FROM DRAWINGS. PROJECT ADDRESS� 2104 Broatlway
3 START OF WORK. CONTACT BAAoMD AT (415) 749-0979 WITH ANY DUESTIONS ABOUT OBTAINING A PERMIT. Burlingame, CA 94010
12. AC UNRS MAV ONLY BE LOCATED N THE REAR 75% OF THE LOL EOUIPMENT SHALL NOT EXCEED A MAXIMUM 3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING
OUTDOOR NOISE LEVEI OF 60 DBA DAYTIME p AM TO 10 PM) OR W D8A NIGHTTIME (10 PM - 7 AM) AS MEASURED� WITH CONS7RUCTION. ASSESSOR'S PARCEL NUMBER: 027-340.070
FROM THE PROPERTY LWE. CIN OF BURLINGAME MUNICIPAL CODE 25.58.050 4. ALL CONS7RUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDMG CODE. APPLICABLE EDITION AND ALL OCCUPANCY GROUP�. R-3N
INTERIOR ELEVATION DIMENSION STRING 13. THIS PROJECT WILL BE CONSIDERED A NEW Bl11LDING AND SHAIL BE MADE IN ITS ENTIRETY TO CONFORM WI7 OTHER PER7INENT CODES, LAWS AND RE�UIREMENTS OF THE LOCAL BUILDING OFFICIALS, WHETHER OR NOT
THE 2016 CALIFORNIA BUILDING CODE FOR NEW STRUCTURES. SPECIFICALLY SHOWN ON 7HESE DOCUMEN7S. THESE DOCUMENTS ARE NOT IN7ENDED TO SHOW EVERY DETAIL OR TYPE OF CONSTRUCTION: V-B
CONDITION. MANV �ETAILS IN RESIDENTIAL CONSTRUC710N ARE BUILT ACCORDING TO PROFESSIONAL
� 14. DUE TO THE EXTENSIVE NATURE OF 7HIS CONSTRUCTION PROJECT, THE CER7IFICATE OF OCCUPANCV WILL BE CONSTRUCTION PRACTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUMENTS. ALL WORK SHALL BE DONE FIRE SPRINKLERS: YES
6,�„ IN A HIGH �UALIN MANNER, ACCORDING 70 THE PREVAILWG STANDARDS OF THE INDUSTRY FOR EACH TRADE.
RESCINDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY WILL BE ISSUED AFTER THE �OT SIZE �
4 6.1 2� ELEVATION NO. (TYPICAL) �� PROJECT HAS BEEN FINALIZED. NO OCCUPANCY OF THE BUILDING IS TO OCCUR UN71L A NEW CER7IFICATE OF 5. 7HE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EDUIPMENT, SUPERVISION AND CLEANUP TO 7,500 SF
OCCUPANCY HAS BEEN ISSUED. ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND INSTRUCTIONS, TO PROVIDE A COMPLETE
3 SHEET NO. WORKING INSTALLATION, AND TO LEAVE THE OWNER WITH AN APPROVED PRODUCT. MAXIMUM LOT COVERAGE
40% (7,500) = 3,000 SF
6. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF
SCALE CONSTRUCTION, AND FOR ALL SAFE7Y MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AND THIRD PARTIES LOT COVERAGE CALCS EXISTING PROPOSED
CEILING HEIGHT BU I LD I NG D IV. N OTES 7 FROM DAMAGE OR INJURY. THIS RESPONSIBILIN SHALL BE CONTINUOUS AND NOT SOLELY DURING WORKING HOURS LOWER SPLIT LEVEL 1,684 SF 1,975 SF
OR EQUIPMENT NORTH ARROW CONTRACiOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS DAVIS ARCHITECTURE FROM ANY CLAIMS OF CHIMNEY 9 SF 9 SF
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR PORCH 7 SF 784 SF
CLIENT: SURVEYOR: LIABILITY ARISWG FROM THE SO�E NEGLIGENCE OF DAVIS ARCHITECTURE.
8�-0° CEILING HEIGHT Lesley arM Derek Bowter L. Watle HammorW Land Surveyor TOTAL LOT COVERAGE: 1,700 SF 2,168 SF
� 2104 Broatlway T�. (5'IO) 579-61'I2 7. CONTRACTOR SHALL PROVIDE, ERECT ANO MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL
z Burlingame, CA 94010 F: (510) 991A054 TEMPORARY SHORING AND BRACING AS REOUIRED BY ALL CITV AND STATE REGULATIONS. MAXIMUM FLOOR AREA RA710
123 E�UIPMENTNO. 7:(475)279-8898Lesley ContackWadeHammond 32%p,500)+1,100=3,SOOSF
T� (415) 5'I&7849 Derek wade@watlehammonCpls.com 8. CONTRAC70R SHALL PROVIDE ADE�UATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING
lesleytaybrbowler�gmail.com THE COURSE OF WORK. FLOOR AREA CALCS EXISTING PROPOSED
tlerekbowler�gmail.crom LANDSCAPEARCHITECT: LOWERSPLITIEVEL 1,6&95F 1,975SF
'� 9. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR 7HE DURATION OF THE WORK UPPER SPLIT LEVEL 800 SF 7,549 SF
pP W. Jefhey Heitl Lantlacape ArchRect
WORK POINT OR � �� ARCHITECT: 6179 Oneida Drive CONTRACTOR 70 MAINTAIN TEMPORARY LIGHT AS RE�UIRED FOR THE DURATION OP THE WORK. CONTRACTOR LOWER LEVEL EXCEPTION (t005P) (100 SF)
CONTROL POINT '��J Davis Architecture San Jose, CA 95123 SHALL PROVIOE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BV CITV
1550 Barroiltret Avenue T: (406) 69�-5207 REGULATIONS. TOTAL FLOOR AREA' 2,384 SP 3,424 SF
Butlingame, CA 94010 F: (408) 2266085 10. PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM AT TIME OF MSPECTION AND PNY INSTALLATION
� T: (626) 429-4187 Contacl: JeR Hela PRIOR TO PLAN CHECK AND APPROVAL IS AT CONTRACTOR'S RISK.
F'. (512) 23&0673 wjheidasla@comcastnet
Contact: Jeanne Davis 11. THESE DOCUMENTS DO NOT CONTAIN PROVISIONS FOR THE HANDLING OR REMOVAL OF ANY HAZARDOUS
jeanne�tlavisarch.com MATERIALS. SHOULD ANV SUCH MATERIALS BE SUSPECTED OR ENCOUNTERED, SPECIALISTS 5HALL BE CALLED IN TO
MAKERECOMMENDATIONS.
SYMBOLS SCALE �� PROJECT DIRECTORY SCALE 8 GENERAL NOTES SCALE 5 PROJECT INFORMATION SCALE 2
8 Mtl CN7R Counter F.A FireAlarm INCL Indutling O.F.O. OvertlowDrain SLDG Sliding WP Waterproof
< Mgle COL Column F.D. FloorD�ain INSUL Insulation OFF Office SPEC Specification WPM Wa[erproo/Membrane
� At CONC Conaete FDN Foundation INT Interior O.H. Overhang S� Square WSCT Walnscot r,y.�,�_____ �
COND CondRion or Condenser F.E. Fire EMinguisher OVHD Overhead S.S. Stainless Steel W.S.P. We[ Stantlpipe 2�%-34
� Centetline CONN Connection F.E.Q FireE#inguisherCa6 JAN Janitor OPNG Opening S.SK ServiceSink WT Weight I '��'� ce J
CONST Construction F.G. Finis� Grede JST Jast OPP OpposRe STD Standard � .�°� O O
� DiameterorRound CONT Continuous F.H.Q FireHoseCabinet J7 Joint STL Steel p
Perpendicular CONTR Contractor FIN Finlsh PC Piece STOR Storeqe pp. +° ��,V . �n�, � � y�
# Numher CORR Corridor FLASH Flaehlnp KIT Kttchen P.D. PlanterDraln STRUCT Struclurai � i, � '� „w'
(E) Fxisting QT. CeramicTiie FLR Floor PL Plate SUSP Suspended i _ � �
CTR Center FWOR Fluorescent LAM Laminate P.L Property Line SW Swttch I '�, M- -;z � Q � �
AB Mchor Bolt CTSK Counfirsunk F.O.Q Face otConcrete LAV Lavalory PLMG Plumdng SYM Symmetrical � � ' � •� - ,
PJC Fvr Conditioning QW. Coltl Water F.O.P. Face ol Finish LF. Lineal Foot PLAM Plastic Laminate SYS System I �•. � �0� w a QQ
A.G Psphaltic Concrete F.O.M. Face of Masonry L.H. Lell Hand PLAS Plas[er I -
ACT Acoustical Tile D Deep, Depih F.O.S. Face of Stutl LKR Lodcer PLYVJD Plyvrood T Treatl O
ACOUS Acoustical OBL Double fPRF Fireprool LR. LNirg Room PR Pair T.B. TowelBar ' , � - '
ADJ AdjustaNe DET Detai� FR Preme LT Lght PT Paint T&� Tongue & Groove �� ��� � ! .
A.F.F. Abwe Finish Floor D.F. Dnnitirg Fountain FS Fuli Size LVR Lower P.T.D. Paper Towel Oispenser 7.O.G Top of Curb ��., � � �
ALT AtterorAtternate DIA Diameter FT Foot,Feet PTN Patlition T.O.�. TopotDrein I �Q, a � j
ALUM PJuminum DIM Dimenaion FTG Footing MATL Material TEL Telephone � �. E � �Pp I
ANOD Motlized DISP Dispenser FURR Furring, Furted MAX Maximum �.T. Ouarty Tile TEMP Tempered, TemperaWre ��� � � � c
A.P. Access Panel DN Down FUT Fu[ure M.B. Machine Ball TER Tertaao � Q m ��
APPROX Approzlmate D.O. DoorOpening MECH Mechanical R Riser THK ThickThickness �' O �
ARCH lvchdectural DR Door GA Gauge MEMB Membrene RAD Radius 7HR Threshold , � � �- �
ASPH Asphalt DS Dovmspout GALV Galvanized MET Metal R.O. RoofDrain TOIL To��� �. �„ � SITE
D.S.P. DryStandpipe G.B. GrabBar MPR Manufacture REF Reference T.O.P. TopofPavement A
BD Board DWG Drawing G.I. Galvanizedlron MH Manhole REFR Refigerator TA.S. TopofSlab ��ppAY p �
BI7UM BRuminous DWR Drawer GL Glass, Glazirg MIN Minimum REINF Reinforced or Reinforcing T.P.D. 7oilet Paper Dispenser M�_ .-+ ,
BLDG Buildir�p GND Grountl MIR Mirror REO Requlretl T.S. TopofSteel i ' i
BLK Block E East GR Grade MISC Miscellaneous RESIL Resilient TV Televisbn
BLKG Biocking EA EaU GVP Gypsum M.O. MasonryOpening REV Revisetl T.O.W. TapofWall � � : � S�Hpd. �T i
BM Beam EJ 6cpansionJoint M.R. MoislureResistant RPG Roofing TVP Typical � ��� s „ --- 1�R�p�YiAME ,
BO7 Botlom EL Elevation H High M7D Mounted R.H. RightHand UNF Unfnished ' �� .+� � � e q .
BR Betlroom ELEC Electncal H.B. Hose Bib MUL Mullion RM Room U.O.N. Unless Otherwise Noted ' O � � � I
BSMT Basement ELEV Eleva[ion H.G HOIIowCore UR Urinal � �+�k � z
B.LLR. Buitt Up Roofing EMER Emergency HCP HarMicappetl N Nort� R.O. Rough Openirg , d� * {�y�Q 9��� �Kir .rw�+ a I '
ENCL Endosure HDWR Hardware NJ.C. NotinContract RWD Red�wod VERT Vertical §
CAB CaGnel E.O.S. Etlge of Siab HDWD Hardwood NO Num�er VEST Vestibule ' .w.a � � -;
CARP Carpet Eo Equal H,M. Hotlow Metal NOM Nominal 5 Sou[h V.I.F. Veriry in FieM �, � � ,� .AF e.�
QB. Catch Basin EQUIP Equipment HORIZ Horizontal N.S. No Scale S.C. Solid Core VOL Volume �., � �'" B w I
CEM Cement E.W. EachWay HR Hour N.T.S. NottoScale SCHED Schedule . �
CER Ceramic E.W.C. Elec[ncWaterCooler HT Height SECT Sec[ion W West '
C.L Cast Iron EXS7 Ezisting HVAC Heating, Ventilation O! Over SEP Separation, Separate W/ With O ��.�c NAP va e%
CLG Ceiling FXP Expansion andAirConddioning OA We211 SH Shelf W.H. WaterHeater � ��,erec w�r voi et�o
CLO Closet EXPO Exposed H.W. HotWater OBSC Obswre SHR Shower W/O Without CRY GY 'd/RtlNGAME �en'sxas w�vs aw se/e ,.aJ
CLR Clear EXT Ea1erior O.C. OnCenter SHT Sheet W.C. WaterClwet --- - 'y. ____._
C.M.U. Concrete Masonry Und I.D. Inside Diameter OD. Outside Oiameter SIM Similar WD Wootl .
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JOB# 1803
A0.1
SAN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Mana ement Practices BMPs
g
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
Materials & Waste Management
Non-Hazardous Materials
❑ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
❑ Use (but dodt overuse) reclaimed water for dust control.
Hazardous Materials
❑ Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with city, county, s[ate and federal regulations.
❑ Store hazardous materials and wastes in water tight containers, store
in appropriate sewndary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
❑ Follow manufacturer's application instructions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
❑ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
❑ Check was[e disposal containers frequently for leaks and to make
sure they are not overfilled. Never hose down a dumpster on the
construction site.
❑ Clean or replace portable toilets, and inspect them frequenUy for
leaks and spills.
❑ Dispose of all wastes and debris propedy. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Construction Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
cons[ruction entrances and exits to sufficiently control erosion and
sediment discharaes from site and tracking off site.
❑ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
CONSTRUCTION BMPS
Equipment Management &
Spill Control
r _-. �
Maintenance and Parking
❑ Designate an area, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform major maintenance, repairjobs, and vehicle
and equipment washing off site.
❑[f refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan or drop cloths bi g enough to collect
fluids. Recycle or dispose of fluids as hazardous waste.
❑ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
❑ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, or steam cleaning equipment.
Spill Prevention and Control
❑ Keep spill cleanup materials (e.g., rags, absorbents and
cat litter) available at the construction site at all times.
❑ Inspect vehicles and equipment Frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
❑ Clean up spills or leaks immediately and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where ftuids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
❑ Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
❑ Report significant spills immediately. You are required
by law to report al( significant releases of hazardous
materials, including oil. To report a spilL• l) Dial 911
or your local emergency response number, 2) Call [he
Governor's Office of Emergency Services Waming
Center, (800) 852-7550 (24 hours).
Earthmoving
❑ Schedule grading and excavation work
during dry weather.
❑ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
❑ Remove existing vegetation only when
absolutely necessary, and seed or plant
vegetation for erosion control on slopes
or where construction is not immediately
planned.
❑ Prevent sediment from migrating offsite
and protect storm drain inlets, gutters,
ditches, and drainage courses by installing
and maintaining appropriate BMPs, such
as fiber rolls, silt fences, sediment basins,
gravel bags, berms, etc.
❑ Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.
Contaminated Soils
❑ If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
- Unusual soil conditions, discoloration,
or odor.
- Abandoned underground tanks.
- Abandoned wells
- Buried barrels, debris, or trash.
❑ Avoid paving and seal coating in wet
weather or when rain is forecast, to
prevent materials that have not cured
from contacting stormwater runoff.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal,fog seal,etc.
❑ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & AsphalUConcrete Removal
❑ Protect nearby storm drain inlets when
saw cutting. Use filter fabric, catch basin
inlet fil[ers, or gravel bags to keep slurry
out of the stonn drain system.
❑ Shovel, abosorb, or vacuum saw-cut
slurry and dispose of all waste as soon
as you are finished in one location or at
the end of each work day (whichever is
sooner!).
0 If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
❑ Store concrete, grout, and mortar away
from storm drains or waterways, and on
pallets under cover to protect them from
rain, runoff, and wind.
❑ Wash ou[ concrete equipmendtrucks
offsite or in a designated washout
area, where the water will flow into a
temporary waste pit, and in a manner
that wilf prevent leaching inro the
underlying soil or onto surrounding areas.
Let concrete harden and dispose of as
garbage.
❑ When washing exposed aggregate,
prevent washwater from entering storm
drains. Block any inlets and vacuum
gutters, hose washwater onto dirt areas, or
drain onto a bermed surface [o be pumped
and disposed of properly.
Landscaping .,.�_
❑ Protect stockpiled landscaping materials
from wind and rain by storing them under
tarps all year-round.
❑ Stack bagged material on pallets and
under cover.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
Painting & Paint Removal
Painting Cleanup and Removal
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or stream.
❑ For water-based paints, paint out brushes
[o the extent possible, and rinse into a
drain that gces [o the sanitary sewer.
Never pour paint down a storm drain.
❑ For oil-based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
excess liquids as hazardous was[e.
❑ Paint chips and dust from non-hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
❑ Chemical paint stripping residue and chips
and dust from marine paints or paints
containing lead, mercury, or tributyltin
must be disposed of as hazardous waste.
Lead based paint removal requires a state-
certified contractor.
❑ Discharges of groundwater or captured
runoff from dewatering operations must
be properly managed and disposed. When
possible send dewatering discharge to
landscaped area or sanitary sewer. If
discharging to the sanitary sewer call your
local wastewater treatment plant.
❑ Divert run-on water from offsite away
from all disturbed areas.
❑ When dewatering, notify and ob[ain
approval from the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
O In areas of known or suspected
contamination, call your local agency to
determine whether the ground water must
be tested. Pumped groundwater may need
to be collected and hauled off-site for
treatment and proper disposal.
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I / � i t. FIRE SPRINKLERS SHALL 8E SUBMI7TED UNDER SEPARATE PERMIT THROUGH THE FIRE DEPARTMENT FOR
� I I APPROVAL PRIOR TO INSTALLATION.
I i � I� 2. MINIMUM T' WATER METER RE�UIRED.
4, I I 3. FIRE FLOW SHALL MEET RE�UIREMENTS OF CALIFORNIA FIRE CODE APPENDIX B. FIRE FLOW FOR
� EXISTING EXISTING � EXISTING � I � I RESIDENTIAL BUILDINGS LESS THEN 3,600 Sa.Ff SHAllBE PROVIDED A71,000 GPM UNLESS PROTECTED BY AN
I y_. ACCESSORY ACCESSORY I ACCESSORY I I AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50°h CONTACT BURLINGAME
�� STRUCTURE STRUCTURE STRUCTURE I m o m I I ENGINEERINC, DEPARTMENT.
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- � I I �. GARAGE SLAB I � � I'I
, II
- - ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BV THE UNNERSITV OF SOU7HERN
' I^ �. -� � I'� � I I II CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TES7ER BEFORE APPROVAL OF THE
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I I _ 1�_ __-_, r___ W I Q I I DETERMINING 7HE WA7ER SERVICE AND METER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILOING
DEPARTMENi OR ON THE CIN OF BURLINGAME WEB SITE AT
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� 2108 � / R
� EXISTING SINGLE-FAMILY � � I - rvore:
� RESIDENCE � 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX.
DEMO SITE PLAN SCALE, „ 5 WATER SVC. WITH FIRE SYST. scA�E 2
I I / � . I I I � STONE WALL Q ELECTRIC METER
� I I I � MASONRV WALL �c GAS METER
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2. ROOF EAVES WILL NOT PROJECT WITHIN TWO FEET OF
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3. WHERE 7HE PROPER7V LINE IS LESS THAN TEN FEET
FROM THE EXI7 TERMINAL OF ANY NEWLV INSTALLED OR
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(NP. U.O.N.)
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BLUESTONE EL. =+48.55'
LEDGESTONE WOOD PANELING
PL4NTER WALL AND BETWEEN S7ACKED DIRECT VENT GAS
STAIR RISERS WITH W�NDOWS, PAINTED TO FIREPLACE
SOLID STONE WALL MATCH TRIM
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EGRESS OPENINGS META� ROOF
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RIGHT SIDE ELEVATION (PROPOSED
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MA7(. HEIGHT
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LEFT SIDE ELEVATION (PROPOSED) scALE, „ 2
MAX HEIGHT
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SECTION C-C SCALE, „ 2
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MAX. HEIGHT
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